PLANE PROBLEM OF THREE-DIMENSIONAL STABILITY FOR A HINGED PLATE WITH TWO SYMMETRIC END CRACKS

Yu. V. Kokhanenko

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PLANE PROBLEM OF THREE-DIMENSIONAL STABILITY FOR A HINGED PLATE WITH TWO SYMMETRIC END CRACKS

机译：具有两个对称端裂纹的铰接板的三维稳定性平面问题

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摘要

The plane stability problem for a rectangular plate with two symmetric end cracks is solved in three-dimensional formulation. The three-dimensional linearized theory of stability and the finite-difference method are used. The effect of the crack parameter on the critical load is examined.

机译：用三维公式解决了具有两个对称端裂纹的矩形板的平面稳定性问题。使用三维线性化稳定性理论和有限差分法。检查了裂纹参数对临界载荷的影响。

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来源
《International Applied Mechanics》 |2005年第4期|p.381-385|共5页
作者
Yu. V. Kokhanenko;
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作者单位

S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev;

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原文格式 PDF
正文语种 eng
中图分类应用力学;
关键词
three-dimensional stability; symmetric cracks; finite-difference method; base scheme; three-dimensional formulation;

机译：三维稳定性对称裂纹有限差分法基础方案三维公式;

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3. On three-dimensional singular stress/residual stress fields at the front of a crack/anticrack in an orthotropic/orthorhombic plate under anti-plane shear loading [J] . Reaz A. Chaudhuri Composite Structures . 2010,第8期

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PLANE PROBLEM OF THREE-DIMENSIONAL STABILITY FOR A HINGED PLATE WITH TWO SYMMETRIC END CRACKS

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